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HomeMy WebLinkAboutBLD2009-00375 • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 Al Scalf, Building Official PERMIT #: BLD09-00375 SITE ADDRESS: 246 MCDONALD RD Issue Date: 05/6/2010 QUILCENE, 98376 Final Date: 5/14/2012 APPLICANT: GARY L WATERMAN PHONE: 206-842-8500 6886 WING POINT RD NE BAINBRIDGE ISLAND WA 98110 SUBDIVISION: Block: Lot: 1+ PARCEL NUMBER: 601052001 Section: 5 Township: 26 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ATT CARPORT &A/G 10 GAL PROP TANK and shoreline exemption permit (SDP09-00086) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON5/14/2012 I:\F_BLD_Occupancy.rpt 10/29/19 Jefferson County BuildingRrision Permit Miler: BLD09-00375 Applicant: WATERMAN BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Minimum setback from McDonald Road and any ingress/egress private easement(s) shall be 20 feet. Minimum side setbacks shall be 5 feet Minimum setback from top of shorline bank is depicted as 145 feet. Erosion Control v ,'l -)-t `, ,,, SEE CONDITION 2& 3 Foundation Footing ��t0 Pe) ` ',"-t Footing Drains (kit�� pS �` t�� C'N�(J Foundation Stem Wall I u' to Underground Plumbing fi.--v (/ /507 Under Floor Framing Straps(hold downs) - // Ext. Shear Wall Nailing 7 ,Zt\ t( 4 t t Rough in Plumbing ✓ f Framing i.0Zc ,it Airseal / _l9 -/ Insulation: Walls 0 Insulation: Floors 1 19 _ 1 t Insulation: Ceiling 1 t 92-- 501;Aavjii.k rayxcl4artc_te 4—.1gkN-I\ Wallboard Nailing I D0244 1. WOO/Mt) Gas Line: Interior 9 ,)--%7 ,G' "(1113 Gas Line: Exterior Propane Tank .1- Heat/Chimney Clearance tt _0/ Z l J epi (400000;4(.4-A4p Drywell/Alt Drainage SEE CONDITION I FOR SP _ASHB O .S Address Posted ffl FINAL INSPECTION Cermck al AR 1-D FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR 1103UILDING PERMIT APPLICAON MReview00p372 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00375 Received Date: 11/5/2009 SITE ADDRESS: 246 MCDONALD RD QUILCENE, 98376 OWNER: GARY L WATERMAN PHONE: 206-842-8500 6886 WING POINT RD NE BAINBRIDGE ISLAND WA 98110-2985 SUBDIVISION: Block: Lot: 1+ PARCEL NUMBER: 601052001 Section: 5 Township: 26 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: ROBERT JONES PHONE: 360-297-4181 PO BOX 595 INDIANOLA WA 98342 PROJECT DESCRIPTION NSFR W/ATT CARPORT & A/G 10 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,014 VALUATION 475,000.00 ADD'L: 115 HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: 184 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 328 SHORELINE: CONST TYPE: DECK: 750 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 3 Total: 2 _Total: 3 — -� Routing Date: _--�---, I Type Amount Paid By: Date: Receipt: Approved/Date APPROVED Permit $3,093.75 LYK 11/05/09 111193 Plan Check $2,010.94 LYK 11/05/09 111193 State Building Code $4.50 LYK 11/05/09 111193 Potable Water Application $62.00 LYK 11/05/09 111193 iciierson r,uunty I lannmy Total: $5,171.19 & Building Department • • CONDITIONS for Building Permit# :BLD09-00375 1.) proposed home on parcel 601052001 and drainfield on 701325010. Easement not required as a declaration of restrictive covenant was recorded under AFN551134 that combined the 6 acre lots into one"building tract." Future separation of the affected lots will require a separate easement for an off site drainfield, and health department approval to resind AFN551134 2.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 3.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 4.) A SILT FENCE SHALL BE INS•ED AROUND THE CONSTRUCTION Z.FOR THE SINGLE FAMILY RESIDENL,E PRIOR TO ANY LAND DISTURBING A ITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT SILT DOES NOT FLOW INTO DABOB BAY OR OVER LANDSLIDE HAZARD AREAS OR OFF SITE. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 5.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 6.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 7.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 8.) MANDATORY MEASURES FOR COASTAL SIPZ: 1 For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 9.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 10.) A vegetative buffer of 30-feet shah be permanently maintained from the top cite of the Landslide Hazard Area located outside the 200 foot shoreline jurisdiction. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 11.) A Geotechnical Report dated October 24, 2009 prepared by Alkai Consultants, LLC was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. 12.) Landslide Hazard Areas and their associated buffers ( located outside the 200 foot shoreline jurisdiction) shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 13.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer located outside the 200 foot shoreline jurisdiction shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 14.) All construction activities shall not encroach upon the landslide hazard area buffer located outside the 200 foot shoreline jurisdiction. This includes the storage or preparation of materials. 15.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer located outside the 200 foot shoreline jurisdiction from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 16.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 17.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. 18.) As per the approved Eagle Plan signed by the landowner on July 9, 2008, the owner shall retain all known perch trees and conifers >/=24 inches diameter at breast height(d.b.h.). The applicant shall also retain >/=50% of pre-clearing or pre-construction conifer stand with diameter distributions representative of the original stand (>6 feet tall). Windowing and low limbing of trees is acceptable provided no more than 30% of the live crown is removed. 19.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 20.) EXCAVATION, GRADING AND EARTHWORK CONSTRUCTION SHALL ONLY BE ALLOWED FROM APRIL 1ST TO NOVEMBER 1ST, UNLESS THE APPLICANT DEMONSTRATES THAT SUCH ACTIVITIES WOULD NOT RESULT IN IMPACTS ON THE STEEP SLOPE. 21.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER WET-STAMPED FROM ENVIROSOUND CONSULTING, INC. STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "STORMWATER SITE PLAN"AS CONFIRMED BY ESC IN A LETTER DATED MARCH 26, 2010 AS SIGNED BY SHAWN E. WILLIAMS. 22.) Outdoor residential storage shall be maintained in an orderly manner and shall—create no fire, safety, health or sanitary hazard. 23.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 24.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 25.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 26.) The building height is not to exceed 35 feet. 27.) Minimum setback from McDonald Road and any ingress/egress private easement(s) shall be 20 feet. Minimum side setbacks shall be 5 feet Minimum setback from top of shorline bank is depicted as 145 feet. If a critical area is present, then the more stricter setback(s) shall apply. 28.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 29.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 30.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. t 4 co 6� O COUTY ` DEPARTJEFRSMENTN OF COMNMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 • �17`�HI1•Te° 360/379-4450 . 360/379-4451 Fax www.co.jefferson.wa.us/commdevelopment Master Permit Application Project Description(include separate sheets as n MLA: j C.1 ' �~ necessary): S Iv19(>; �_ Tax Parcel Number D5Z'd0l �Ynt� (�sldt°ri>nce� col i7al •325 O[D/701•3Z3.1q° . Site Address and/or Directions to Pro r0''rtY Size: q (�(awe s (acres/square feet) Property: Z 44 iMGPan aid �d O �' llhe, INA 96376 Property Own of 4 w Record: & L ON W17vVN Telephone: 2• `�c�0 Mailing Address: Co wlh • Fax: ApplicandAgent(if different from •NC✓ Y I S 1 email: Telephone: 1)&0 2 owner): L wnU • 4lY�l Fax: f 0 8 Mailing Address: '0 ' X 5,g S What kind of Permit? (' t U • N y�j � email: h�0 'l• s I U (Check each box that applies th `fiL Building ❑ Demolition Permit ❑Critical Areas Stewardship Plan .Single Family ❑Variance ❑ Manufactured Home ara aChe� Detached (Minor,Major or Reasonable Economic Use) ❑ Commercial* ❑ Modu! O Conditional Use[C(a),C(d),or C)�' ❑ Change of Use 0 Discretionary"D"or Unnamed Use Classification ❑ Address 0 Special Use(Essential Public Facilities)•• ❑Home essines` 0 Road Approach ❑Boundary Line Adjustment Propane ❑Cottage Industry— 0 Short Plat•• ❑Sign 0 Binding Site Plan"' ❑Allowed`Yes"Use Consistency 0 Long Plat" ❑Allowed Stormwater ManagementcY Analysis ❑Planned Rural Residential Development(PRRD)/Amendments"~ * ❑Temporary Approval Advance Determinatid�(i$¢gA 0 Shoreline Master Pr ❑Wireless Telecommunication ❑Shoreline Management Suram bstantial Oevel pm Revisions'" Use 0 Shoreline Management Variance ❑Forest Practices Act/Release of Six-Year Moratorium 0 Comprehensive Plan/UDC/Land Use District Map Amendment *May require a Pre—Application Conference ❑Jefferson County 0 Tree Vegetation Request Master Program Please identifyog am Amendment any other local,state or federal permits required for this a prro A••bcaion Conference proposal,if known: I hereby designate G blurt . Qv), DESIGNATION OF AGENT OWNER SIGNATURE � �/_ to act as my agent in matters relating to this ap plication PPlication for permit(s). gy signing this application form the _ .weer/agent attests that the information provided herein,and in any attachments, 2� his,her or its knowledge. Any ma rial falsehood or his, resultr or in this ledge beingany omission of a material fact made by the owner/agent with respect null and void. ts,is true and coned to the best of I further agree to save,indemnify and hold harmless Jefferson Countyagainst to this application expenses which may in a waypacket to accrue against Jefferson County all liabilities,judgments,corm costs,reasonable attome s fees and review eand agree y re road a/iss and right of entry to Jefferson County a result of or in consequence of the grantingof this y time of the appli on t• ^•. Pechons. Staffs access and right of ntry will be unlessPerrot. .r employees,assumed representativesep li ant informs for the soleC Signature: �'�� shs •�F^otice. the applicant informs the County of application tY in writing at the The action or actions Applicant will undertake as a result of the issuance of thisDate: /,/ ? 2�endangered species and could lead to a potential"take"of an endangered species as those terms are define „Endangered Species Act'or;.' permit may negatively impact A."Jefferson Countyupon one or more threatened or enda has been issued wtl makes no assurances to the applicant that the actions that will be undertaken be P 'corn, t vio ate he ESA. Any individual,group ora en d in the federal law known as the action(s)even if you ere i com•iaa. agency can file a lawsuit on behalf of an endangered and non)even you ar i with the Jefferson County development code.Thebecause this �' •, r ad Applicant acknowledges species regarding Signature: !`�� Plying with the ESA. The Applicant has read this discs that he,she or it holds individual your /%% ner an signs and dates it below. permitCenter\###t 0 Date: %% 2�G:\ RMS###\DRD FORMS\Master Permit Application 5 29 08.doc • • BUILDER STATEMENT The signer of this statemen oes reby rtify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming th po I ' f the Victor for the proposed proj Signature: Date: f CONTRACT OR MANUFACTURED HOME INSTALLER: PHONE: FAX: NOV ?0�,, GENERAL n" . IV 5 .� ( ) ( ) MAILING ADDRESS" EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT NGINEE1Q-7 '2 lf✓ I'Vkp / q� PHONE (�(()()e)a�, GJ`16�FAX:( I ) MAILING ADDRESS: `,1 1 0 T�V't), 6r e& S 12_,11,) /l ytl. b i`�( iW ✓UI6EMAIL a kkl es't,J 8�6,60f i Project Type: Frame Type: Bathrooms: Shoreline: ligpe of Sewage Disposal: liK New )4... Wood Existing: 11 Sewer ❑ Addition ❑ Steel Proposed: 'i Bank 0 Community System 0 Alteration/Remodel ❑ Concrete Total: / Height: I K Individual System ❑ Repair 0 Masonry 66 -1U4 SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback:V"AWS> Private well 0 Two Party Type of Heat: Proposed: 2 cj0400'1, 0 Public C-- 1r-C4- Total: Z ivy 614 Name of System: I'et If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank I Above ground Tank Size of Propane Tank: ITUvy,1 LI`) I Heat Stove I ook Stove I Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stove I Other'-iYa&t h c Is this appliance elnq'Installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. ice t741.t P9TW k p �4 __ "� f - ' "i Square Footage Current Proposed F !:t � r" �` " �"'^�` � _ .', Main Floor Heated •; H Bld App Review: 2,Gf 11 ,i,' f�� 2"0 Floor Heated 0 .' r Consistency Review: Other Heated 0 ;G; Base fee: x Heated Basas rrie % Plan Check fee: „ t... Unheated Basement % 'tr'"k 7;;:21 State Surcharge fee: `jt `�. • Other Unheated '!` 1 Pot Water Review fee: (VL Garage arpo^) SUBTOTAL % r! Decks .75U a , ! •r>. 911/Rd Approach fee: Other TOTAL: $56(J Receipt Number: 1 MCA Cash/Check Number: i,R) I ESTIMATED COST(REQUIRED) Date: 6 .Fair market value of all labor and materials foundation to finish A75, 4900,0 Initials: G:\PernvtCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc • 40 k4��,50N C Oe,"1 JEFFERSON COUNTY w,, . ,-q DEPARTMENT OF COMMUNITY DEVELOPMENT L ,A• 621 Sheridan Street • Port Townsend •Washington 98368 ;QS, NOa,O 360/379-4450 • 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# oq -3 (2_ PROJECT/APPLICANT NAME: Goivc' A le--ow-1-1,- (J JFt 1( AAA Fes, Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate positior,and relative size of proposed improvements on the site map. Croke,a 2,'212U s . 5FR -t'ha,i Jptiivtrs tO '-s-Iga.-i-' above e tS-t-ln A&,suvrOvn 6 encLsit'viy Not-Cue lotra. • 0-t i r *an') cvppov+ piers. (Is) Only (Quo cc-�'Y Cr(' trundatinrr t�ten c CV(0 (, A 2 51)-(4 for drive cArk t,o-f i- IN Ide wt(1 be aJlowed 4-o be,evex (own wtH o v�.ss /v►'OSsM• Irr e l e el yurrip5 0� les vJC Ca too' o-F lwvse wtUl ber�,vnoveci, (Al?, Existing Conditions Summary , 2. Describe the existing topography. Indicate contours on the site map. Toe. 56-e cS A-1-U ext Cr,ZWtAe, norR,-co vo ult ,-the- 1ootorn of wIA-tOk slopes leivl-Rrj -k-v +he_ souk, (.1o)u1); 4 e Inouce,will be s:ifrtnii-ed neaar bluff vv, -NA-NAL $PTV Pervni-1- byt0111, PmvalDa whir% ic -the.►x,ost- /emttili S opt -ei yOri tro o'�-� cl4- - 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. Ile, pope- Cs un&e.�relvpeA cove - wt-i-1n y vvvvit v�aA-ikfe ve �4a-hon,l�hirlr> wild W, yn�w►ta.3, ,T}k e x stDlOps east- dvv,d t Q,b-lf 1)oi'lc\ vty SL*'t amY.- V6041A6 writ-f e>ro vc tvee.S ,c Jh t it-fh e s1ONtvt.g midge. is nus+k vn- 11s o-I4,1h we -6-or)u avid, 6rpuhcI covrr Iv chnj lvs 2t- -rk,h�z I„jh-(trrtS-firo4lout. 4. Describe the 4xisting soils. Indicate soil type on the site map. `Fine, •-k)k c)t i CS dwIc-- .k OM \can 91-to 64 iloev axtA \r-vrtour coloneA s•wr ii 1,0-✓rA .iv 'grits 1, 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site op the site map. Qapict separate drainage basins on the site map, if applicable,and indicate acreage of each. (5 u19SUr':9. e ware( -f- QbJc lr i /at AJ f ory1 ri•or-11t jam ,. Orb vti -Yh 2 Jrov o�-the_ 6\tref t' tne, lose ivon west is 'te+rc snort ceason`zkil cur-Q '=foua i ac, veiv'I.� srvtitL 5v I l-e3 . ("rrh�visic e tilt �'ur-f-��t i s c&Al 4.1 dry.thevi'�� ivy S►� �s 1n her - -Foe-of ` OJCs+ siwe y waft of o f The,so/sus.-fie w t &r ktows onil dv1Cu,y V'Zt,odas-A" -Fling of- 2, px. - 6. Describe any excess levels of noise generated by the proposed use or activit • 1 A e, ;,,vt`h G ?)}e„.d o-fh -1-haft, v-or u 4" ' jaPfkOVED MAY --55U • stormwater site plan template.doc—rev.10/12/2003 _ 5 IrUV 5 Stormwater B 's �° Require ' DEPT.OE F'OFE RySQ !y e O P NT I • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. $ ,r clues VA0 6etr -Ole, si .-e ko tilt easit ov4 west, 1u t them:zwe-wo wt✓1f 4S . or 3-1-re.2" s ; P M ev stekio nal or eovttimuooc- Ccee. ON 1 Idly Of Iron f irmot%oa ) 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sen itive/wcritical areas (streams,wetlands,lakes,steep slopes,etc.). '"rnp ctj-e jc I ockt-,d oil-The. 50uthern "I'IN o `k &kr) Pewvtcu -e„. 126-Fwe90 Pa.lbl mt d (Vai(cpme, Ba,o5 . Parr+ of sl- is -frdim a, RIM' o•f urine C9) prbperrleer 60.ch haiuny &cmact sI-'ce cif tAr ev-{mot or access.the lulus& i s io be s itvatec. 3- tl'u., c.e i-eAr (54- a. 6 acve -tY wwng le, 'f-ht I o hg st de of uric t`S -tii Sh.oYelint,. Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium' size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. S+or►n vrator INtll le ..vtlyy dtsyerrst a by s )lath 610c.k. wtetGuod) if mssanry z1n.e short rtrto{-(-P-evOtie s cam be, Ai ro ed. `'his is a, la t7 , cite a the. view t�pevv t a us curEa.--e T�, is less tau() ?Wo o° the, parcel oh witr) Ilia. house will 4 sttuateA. 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the potential for dispersion of contaminants.] AI Yur1.n+- WI VI I' -fvIlcj d('s) e,+r4el avoiatill �vny vieta-fir-t-rrezti-Sri&►-,t.�a�;t4rn 11. Describe the performance goals and standards applicable to the project. The- trketnt CS tmpa.kt- the Safe lc Lrttle',,s posstkle, Inr(`Hii IA stormzt-cr dtssicusel ih a b a w x- 5i>rr;ttwr to C- 'wr +-o rrec1 PAvel o ped cane tttnn • Stash siuni s will ble cy-bttnO., avwd. Itg1+1 dish ibv-ked /..c Mu Id +o tvDura e the, v c--f-o tVV_, -}-D .000;15h 12. Describe the flow control system. ate, fe)1 ,h s t KO-i i v - l`r4tYru14 * e e46 stttj fl a ow by keeW 'he--(ovnA2.+1v„5rrrd.Ll otnn.ct IJct.&ib sulrpo)ti"{ �• All s r(wllitiafr uiim Vac. ' it@ c,csyeAcezt. F t R f stormwater site plan template.doc—rev.10/12/2003 ! I 6 ,, � . • • 13. Describe the water quality system. , Gry VOA- s+uwvyas avnd c WI) will 11e loved. ct Cin-f i 1-f-tacn-con a l -fan( V'Un- -fIM i the. Gor -1-vuc4-w7p 9rft?• . lout.l1tri9 stfe tS rlry cw>.h not- [n`i v f -flovtr. 14. Describe the convey nce system analysis and design. It is in`t a +0 Use wrtaw, dratms cwaior lna 4-0 z U :c4eu.s siorirnwM nr tv4i1.1-v- sov�fn o - -the bucldlvt9 15. Describe the source of fill m terial, physical characteristics of fill material,and deposition of excess material. m 11 vim be- rom e v+s vn`kilt Co n(-}ruction s ire, vtone r .ut red -From c {C . . A1I1. Cute used n•c rh as 1I; e ifher {-o r +he Jr(v e �r °k) ,�Ue.( -t-he 9rl9101. iln opPan under' -1- ie (Qv-daft) 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 690,Veil w1,0 1 - ru* &wt.► coirka,A- 3, wig, a roller or um r ,.- . 17. Describe the proposed surfacing material. wiiv►vs 192,1-t ew . 18. Describe methods for restoration of the site. AIA 3.4( 2(,s witfh LZv4h osure Aye consd-ruohon 6L-h`vrhes vttl k2-1/ va-fored (nal vva+i ve rdlavyrk. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. / 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. (9Y�i • 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. S e/r i-Cc CcI r► end Y vAA,Nfl eel d stormwater site plan template.doc—rev.10/12/2003 7 NOV 0 • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements-Construction SWPPP 1 Mark Clearing Limits. here (pal be rLo C xt On.l to i`u- ua;l +bees �,4 �jrovn coopers Hi' .I4/c, art v e wa�l rC�dd lorl c,�nd e c,l uw c voziple c w i-1,in too' -(68+ o-c 14.ovs€ (Jo l 11(aIr remove 2. Establish Construction Access. Will -1, exeevtbon 04 The drt`ve `the. low 1,1 cite ,-E'h.r,a cecc row �s eAcis+t''J froni McDonald Rd +o prorler-f9 bnuh wc/, 3. Control Flow Rates. ltve. poi lc are s u tI• l • tl e�r AAA?, so fihext is no s ulr- -{=1,ow• Go ulnd mod cAice,c wiII be used o pre4/c ntamity covistTucicon cite runoff, 4. Install Sediment Controls. C,roulnd wvnd. cJl'1'11'J r w i k . Used r the. Low ew1i o f -. cnc4-ruclfiivwi c +e 4-0 pv-vei ,-i +In(Ai o-t ct d i mow+, 5. Stabilize Soils. round. I<ec oS clt,i is wiIi be Ke d -i c*aL i l tie so i l 'a; retul.re6 • 6. Protect Slopes. I `TIC SP�u P mtf 6 Mil fea r VP,g ulr( le.a iA Ilih6+S 0f- a 0I Fctirl GVAidtty tin` he_ trlGiv i Of the rIu con e. [Jut(' l e wtpIoy - 7. Protect Drain Inlets. cn/VeACIO zwe, rw dra.tn ti' ie 1 c. stormwater site plan template.doc—rev.10/12/2003 8 • • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. Ikea 20(e, VIA C31,7wnelc © ov+tit, 9. Control Pollutants. v'Ound. w�oA (id wtu be. useA 4-o Capi-vre wzmj evnJ i.IA poRvf ,ck, 4,„0 wtU trovi,ovek cnmd re+►-aced. a.s rea)u ireit . 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). �-� 1 w_c e,c t^ra WO e9 h-t✓J to t,trX lope, �ri-o eA(osibn r c r'sta ni g tVun4cov& C%vnd Zv4,,frvJ �o rP)anevi-P, Va �}ur j 2uN -(ftm (A)nS+fv r t^�ill?) �tfe• 11. Maintain Best Management Practices(BMPs). • Urrtiu *or ?vvIa. Subcoal-revs will rec tiAte 1 tkP's tv *h eovvse 04- 12e4v tACl udP.a, Cif) Ap, r't)Jtdr The �.v►oad enY1 r 14r by ks reryresevi`ta-hA v30 be, yr t rc &+ a Gl tYvnP� of t - duvt1,1y ton s-trvenion 12. Manage the Project. (e.v►t,wI oY ht:c v Qrecevut e )t)e prexev 21-all w-vv- '� Yvn�S d v rt &t ns-I1ruCtW)i 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). No d j v+ -a4✓e.as [NO )2.e. 'a-e4CAed. b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 1/A _ zA9 lot per(c. clatach lo(kr . 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. S !ter sores +-i -t l e westi C(uY'thie -b the, cov'lk stormwater site plan template.doc-rev.10/12/2003 NOV/ - j J 9 NJ _ I • , b. Description of special requirements for working in or near environmentally sensitive areas. cede CMIND 6 l,f she ? --- aiil-ackleJ r 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g., erodibility,settleability, permeability,depth,texture,soil structure). tOne, -tre,see,n, 5. Construction Phasing. a. Construction sequence `?rcveiwa,1 CAns�rvo-terg —-t - rO�-11 i-he_. — A,rG,t v,f tell chylA/ *0h—stk. 1(1rQ,(�Jai6tb4,— -POOhoax'lpicc —fr jir�c� — Inl— I0ienor�-f nisle -- sife.wtr-in (nn J I b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. 'to Pr , p-wZt 4Y1,1 ,�`'ID/ 't z -'U Mn l r0 der ,t,406L (Vl I1 ( -3-vie.'(0 r €-pre,�� NI7 r line,(0 �ou02,-Eto-0s �"une 't0 , fraffi,inn -�P,hor ju ILA u—Am'tt0.r�'J4fi4'g O Iye{kt�`(f) to ni(`�S II. Wet Season Construction Activities. a. Proposed wet season construction activities. .1, WPM ' faMe\IjA/ ,rbe4inj ,`tnfe�rior-`h,Nk 517, 5*.vv)n(4-14 'h0h b. Proposed wet season construction activities for environmentally sensitive areas. NI ovit, 7. Financial/Ownership Responsibilities. a. Identify the ropert owner responsible for the initiation of bonds and/or other financial securities. Cl-awc1 k ,`144117k W wretin — 01 )1W b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 'Fort-A,I rs ppv)cilo t l l 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. 1 / a. Sediment Ponds/Traps. nano, Ivd f'C b. Diversions. 140146 c. Waterways. w0 r►'!i d. Runoff/Stormwater Detention Calculations 4 'l0O 5 la bWtnSry+ ` rvok- alb„ stormwater site plan template.doc—rev.10/12/2003 10 • • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the b t of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the ect pr perty. /y (LAND WNE R AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) / THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template.doc—rev.10/12/2003 12 eiso ti EnviroSound Consulting Geotechnical and Environmental Consulting May 2, 2012 ESC12-GV011 Page No. 1 Mr. Gary Waterman 6886 Wing Point Road NE Bainbridge Island,WA. 98110 Subject: Proposed Infiltration Design Proposed Single Family Residence 246 McDonald Road Quilcene,WA. Building Permit#09-00375 Dear Mr.Waterman: EnviroSound Consulting Inc. (ESC) is pleased to present this letter in response to an email from the Jefferson County Department of Community Development dated April 25, 2012. ESC staff have worked on the site while employed by others. An ESC representative visited the subject property on May 1, 2012 with you. ESC reviewed the following documents for the generation of this letter: • Geologic Assessment Report by ALKAI Consultants, dated October 24, 2007. • Critical Area Review and Stream Verification Letter by ALKAI Consultants, dated October 31, 2007. • Addendum letter by ALKAI Consultants,dated June 26,2008. • Architectural Plans by Robert Jones, dated 11-5-2009. • Water Well log by Olympic Drilling,dated October 2008. • Addendum letter by EnviroSound Consulting,Inc. dated March 16,2010. At the time of the May 1, 2012 site visit the SFR was in the final phases of construction. Several discharge points from roof gutters were noted around the perimeter of the SFR. With the exception of two roof drains on the front (north) covering for the driveway, the remainder of the roof drains discharge points had splash blocks in place outlined with gravels. The two front roof drains discharged directly onto the gravel driveway. It is our understanding that any cleared areas around the SFR will be replanted with native vegetation such as ferns. EnviroSound Consulting, Inc. • 3388 Byron Street Ste 200 NW • Silverdale, Washington 98383 Phone: (360) 698-5950 • Fax: (360) 698-5929 111 • ESC12-GV011 246 McDonald Road Page No. 2 May 2, 2012 Conclusions/Recommendations The placement of the splash blocks for the roof run-off meets the intent of our March 16, 2010 letter. The two roof drains on the front(north)of the SFR are for a relatively small covered area for the driveway and are discharging onto the gravel drive. Limitations We have prepared this letter based on standard practices, currently used in this area at the time of preparation. The conclusions are based on the observations made during the site visit. A subsurface exploration program was not requested or conducted. The information presented in this letter was collected and interpreted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied, including (but not limited to) any warranty of merchantability or fitness for a particular use has been made. Should you have any questions or concerns, which have not been addressed, or if we may be of additional assistance,please call our office at(360)698-5950. Sincerely, of Wahl. Shawn E. Williams, LEG. L. ".....kM..•••Alki 0R, Senior Engineering Geologist Itie i /•g veering Geologist ,0 2208 P� used Geo\o EnviroSound Consulting, Inc. • 3388 Byron Street NW Ste 200 • Silverdale, Washington 98383 Phone: (360) 698-5950 • Fax: (360) 698-5929 • I 131-0" ll'-Ov " / G1-C�u 11-1D ` 81-011 / 3_p"., �1_�n .1, • - • Allik II ' 1 4. II 1. 4'-011 / � . i 6. %_. o= II, Ii I- � 1, _, ° r. 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N s E N O o �-- 4.:i. i , - . > , Ill i Z. • - Ii )- II I a 1 I § 1 — - —. — — ___ ___ - ___ ___- -J` C4'-lo4 (0‘-‘" 171_1�11. 8'-Ou 3IDi1 �: 391-lot' -6 Z -U D m Bolton Peninsula Residence j Pe��"'T 6Er n.s.o9 Robert L. Jones, Architect 1‘) 3 FLOOR PLAN PO Box 595 246 McDonald Road Indianola, WA 98342 m Quilcene, WA 98376 360.908.0716 I 4110 . , r 4, < — — — — k ( --1 T -1 I Am L NV — ' 0 _ I — I_ , L J L _J I- -I , ‘ .. st. 112t C TI 1 da 1 _r VW 6. Z --.--r-- -1 r --1 4, I I AI - 1--- --[ >I - ,..o. L _1 i; W- li Z I ' I- I 1 ). , \---r- \ _ 1 L — —1 ,) __I ) &, - i- — .----- L _J \ 1 %-, , ,,, 1 k_ . 5, 4- ' r- i.-_1; - 1. g 00PG.WAVI4--) o- z' (I) N 1.4 k I ' -,1,.‘ \ I._ 1 :; ° v f C F 4taFE • t --N—i I 0 O C-\ ' ' ' I 1 ,S‘ (NY ,..1 ) —7 — • - Z 4.$ I • , 1--,- \ 1 It F al z IP § \ 2 • L_ _ __T- \ z (-) a' \J g 'k' - --1 .,i‘r I 4---t, \\x-------:-,s----"'--------- ------ 1------------- ------"\A . 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K- ' W .-"q* L _.1 I 111 \ ‘6`' 4 .. _.,,3 r 1 7 , .. - cao \' \ 7-t 014,, \ n , \ I ..,-,.., '2 I '.----i--1--i' c'T r---,1 ( , n 1 k-—--- 'E:, 9 I I -E mr r- olf 1-01 \ 7 11 r ! -L. - \ i'g? t?--,, \\\\\\ 3' \ rI --Ic• : T— — 1, 1 ei SII -'-'1I 111-(afi -14 0---H -1—r-L_ -. •D ..4NP inl = i I (-• p g .,. ,n, . • ?Z. q L___. , Is rr . c.4‘ 7 -(5_ P ,$)," 3° 1, 1-`"'' •- '0-, -- ,r,z 73:1: r_ r-.• ,,,. c• TI 1 s: A L , _Jo t*, , . = 1 .% v.>-I - _N ‘Y - \ ST)lz '3'4 T - j- 7 r_ I— --I 01 or'\V',' 5 i r •-r.z - 0 --r -------' ` —4- 31-11 0 ,, -v (' L _I - ai--4. 0 , , = I I = -..-4, 1 w • co • 60< Go :lc -o lo Z. 41-0" 9'-10" 4'-0" 4 t' -0 / i 7, ' - 7_1,4 Z3'2 V il o, _ • > ni`li rE12-M LT- 5Er II, Robert Bolton Peninsula Residence L. Jones, Architect N) i FOUNDATION PLAN PO Box 595 246 McDonald Road a 3 Quilcene, WA 98376 Indianola, WA 98342 ED -16 sn, 360.908.0716 GENERAL NOTES: 1. THIS PROJECT IS CONDITIONED BY JEFFERSON COUNTY SPAAD PERMIT ISSUED AUGUST 7,2008, NUMBER: MLA08-00026. DURING CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS OF THIS PERMIT. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL SIGNAGE REQUIREMENTS OF THIS SPAAD PERMIT. 2. DURING CONSTRUCTION THE CONTRACTOR SHALL FOLLOW BEST MANAGEMENT PRACTICES AND FACILITY DESIGN STANDARDS AS IDENTIFIED AND DEFINED IN THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (CURRENT EDITION). 3. BUILDING WITHIN JEFFERSON COUNTY MUST MEET THE REQUIREMENTS OF APPLICABLE CODES (UBC, JCC AND UDC) AS WELL AS ALL APPLICABLE LOCAL CODES AND ORDINANCES. IN THE EVENT OF CONFLICTS THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 4. DIMENSIONS ARE TO FACE OF STUD OR CONCRETE UNLESS OTHERWISE NOTED. 5. ALL FINISH DIMENSIONS SHALL BE FIELD VERIFIED. DISPCREPANCIES SHALL BE REPORTED. 6. EXTERIOR WALLS ARE 2X6 WOOD STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. EXTERIOR TO BE WRAPPED WITH SYNTHETIC FABRIC VAPOR BARRIER. 7. INTERIOR WALLS ARE 2X4 WOOD STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. 8. REPETITIVE FEATURES SHALL BE PROVIDED, IN ALL INSTANCES, AS IF NOTED OR SHOWN. 9. DOUBLE FLOOR JOISTS UNDER ALL PARTITIONS IN DIRECTION OF JOISTS WHERE WALL IS PARALLEL TO JOISTS. 10 SEE SPECIFICATIONS FOR MATERIALS AND FINISHES. 11. ROOF RUNOFF AND FOOTING DRAINAGE SHALL BE INFILTRATED INTO THE GROUND AT THE SOUTH SIDE OF STRUCTURE. VICINITY MAP NTS NEW PF lVEWa�(- GoNN5/,i To �Vlcj orry,rTlE ,&66E55 FOAP THQ,T.:i?)!�?V-t5 -170 Ke_ft- LOT B t u(yn�♦�-C,1�puNl� LITILIT�Ti- VdATF�,TEl.�F1�oNE, ELEGTf?Jr�y. CEPTIG - 55f-WiW%b GITEt'LAN I rot-or-4&N/�"INAmON .__ p � 9ffnC, PRAINFIELD AND [zESE[=VE AF-F^ 5 ON LOr• r3. PIST'. L loI-o" -- JBE WELL. ON LOT'G-• SHB>rT D,I•l- MIN, 10"o' E 6 BEri+tr.EN mez / 6 .�FJI`lEtt I.INE-7.ri. 6 � C10D) (t4Y�� ya2 5•« ~ 9--7 `-s �21g0) <335i 9�eEfE SeM(, LINE UNDER DWVEtu1`4� � �'7 PUMP C K / J d rr uI _s -- wrr�:>} - LIME Dr- 00Ff �i� �tzDM MFAN HIGHTIpF- IID polNr- SF.B SH10.l .1 } V�i�71GA1 pP-N>;WAY �Gti � 5EBg9o13T�12.Z -- LIUE O �Y tSCZ►D� j3bP(y, WALL goorAP-EAi5-1 C1 in7 _ _ r _ tcs! ' Ty?,b (z� A)• UNEor I�ulwlw-1 p'iU\jELom' pEl�' �aI'%4°�17 -yEt; :4-tT A I, I . � r poUC;� LINE JWPICATUr7 % • D5 GUTTF-fZ WCAT1 0tJ9 -T`(l? y- So C2] PORT'A 10 GPcL• POOP rArl�c,-vrtvE� ��o ��or�r "Il'-Ut; NoFTH �o - NDT6-7 % SEE 5HT A)J FbR sIT>~ FLA\tj INFDr4MA-t1oN, BUILDING ENVELOPE AND ROOF PLAN 1 „ = 20'-0" S( StOt�W�'� Requ�t+e - APPROVED SITE PLAN MAY - 5 2010 JEFFE � r o rrr PBNT DEPT. OF N E LO SIGNATURE. LEGAL DESCRIPTIONS SEE SPAAD SITE PLAN, SHEET A1.1 LOT A: TPN 601052001 - EXCEPT THE WEST 150 FT, ALL OF GOVT LOT 1, SECTION 5, TOWNSHIP 26 NORTH, RANGE 1 WEST, W.M.. AREA: 6,82 ACRES LOT B: TPN 701325010 - TRACT 10, DABOB K TRACTS (ALL OF GOVT LOTS 1 & 2, SECTION 32, TOWNSHIP 27 NORTH, RANGE 1 WEST, W. M•) AREA: 6.84 ACRES LOT C: TPN 701323006 - LOT 2 OF PICKETT SHORT PLAT (A PORTION OF GOVT LOT 1, SECTION 32, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M.) AREA: 1.0 ACRES SITE DATA OWNER: GARY L. & KARLA A. WATERMAN PROJECT LOCATION: 246 MCDONALD ROAD, QUILCENE, WA 98376 MAILING ADDRESS: 6886 WING PT WAY NE, BAINBRIDGE, WA 98110 TELEPHONE: 20 6.84 2.85 00 LAND USE AND PROJECT SCOPE: CONSTRUCTION OF ONE STORY WOOD FRAME SINGLE FAMILY, RESIDENCE ON CONCRETE WALL AND PIER FOUNDATION.: -SEPTIC SYSTEM ON SITE. STORMWATER SHALL INFILTRATE ON SITE. BUILDING DATA AREA CALCULATIONS: CONDITIONED INTERIOR SPACE -2198 SF OUTDOOR STORAGE - 16.25 SF COVERED ENTRY - 93.75 SF COVERED PARKING - 232 SF COVERED DECK -146 SF DECK - 603.25 SF INSULATION: SHALL CONFORM TO WASHINGTON STATE ENERGY CODE 2006 EDITION, USING THE PRESCRIPTIVE APPROACH: STANDARD FRAMING METHODS ELECTRIC RESISTANCE HEAT GLAZING (U-FACTOR) 0.35 VERTICAL DOOR (U-FACTOR) 0.20 VAULTED CEILING R-38 WALLS R-21 FLOOR R-30 PROJECT CONSULTANTS: ARCHITECT ROBERT L. JONES, PO BOX 595, INDIANOLA, WA 98342 360.908.0716 STRUCTURAL ENGINEER DAYLE HOUK, 11704 TWO CREEKS RD, BAINBRIDGE, WA 206.842.5769 98110 SEPTIC DESIGNER SUZANNE MARTIN, 4217 HEATHER LANE, BREMERTON, WA 360.373.4774 98312 SHEETINDEX Architectural A1.0 BUILDING ENVELOPE AND ROOF PLAN A1.1 SPAAD SITE PLAN A2.0 FLOOR PLAN A2.1 FOUNDATION PLAN A2.2 REFLECTED CEILING PLAN A2.3 DOORS AND WINDOWS A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS A4.0 BUILDING SECTIONS A4.1 BUILDING SECTIONS A4.2 WALL SECTIONS AND DETAILS A5.0 INTERIOR ELEVATIONS Structural S1.0 DETAILS AND STRUCTURAL NOTES S2.0 MAIN FLOOR FRAMING AND FOUNDATION PLAN S2.1 LOFT FRAMING PLAN AND DETAILS S2.2 ROOF FRAMING PLAN S3.0 DETAILS S3.1 DETAILS S3.2 DETAILS *'' N t � Q 0) O f/f Ln � Q O 0m�0 O p0 J IL cu� ir w CL 0Z J J LJJ 0- Z LL w0 C'3 0 zCC C)a �M W SHEET NUMBER A 1.0 n r ■ L V a3swnN 0 .N 3 �(D CD CD O U). 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